 | | Mechanics of Solids
A Journal of Russian Academy of Sciences | | Founded
in January 1966
Issued 6 times a year
Print ISSN 0025-6544
Online ISSN 1934-7936 |
Archive of Issues
| Total articles in the database: | | 12804 |
| In Russian (Èçâ. ÐÀÍ. ÌÒÒ): | | 8044
|
| In English (Mech. Solids): | | 4760 |
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| << Previous article | Volume 59, Issue 2 / 2024 | Next article >> |
| Hao Jiao and Qiang Ma, "Seismic Ground Motion Analysis of Saturated Frozen Soil Free Field under S-Wave Incidence," Mech. Solids. 59 (2), 1050-1071 (2024) |
| Year |
2024 |
Volume |
59 |
Number |
2 |
Pages |
1050-1071 |
| DOI |
10.1134/S0025654424603008 |
| Title |
Seismic Ground Motion Analysis of Saturated Frozen Soil Free Field under S-Wave Incidence |
| Author(s) |
Hao Jiao (School of Civil Engineering and Water Resources, Qinghai University, Xining, Qinghai, 810016 China)
Qiang Ma (School of Civil Engineering and Water Resources, Qinghai University, Xining, Qinghai, 810016 China; Qinghai Provincial Key Laboratory of Energy-saving Building Materials and Engineering Safety, Xining, 810016 China, maqiang0104@163.com) |
| Abstract |
An analytical solution has been derived for seismic ground motion in a saturated frozen soil
free field under plane S-wave incidence. This solution was achieved by establishing a model based on
the theory of elastic wave propagation in single-phase elastic media and frozen saturated porous
media. Numerical calculations were conducted to analyze the seismic ground motion and assess the
influence of various physical and mechanical parameters, including incident angle, incident frequency, porosity, medium temperature, cementation parameters, and contact parameters. The analysis revealed a positive correlation between horizontal ground surface displacement and increases in
incident frequency, medium temperature, Poisson’s ratio, and contact parameter. Conversely, there
was a slight decrease with increased porosity. Particularly significant were the effects of incident frequency and medium temperature on horizontal ground surface displacement. Vertical displacement
decreased with increases in porosity, medium temperature, Poisson’s ratio, and contact parameter.
The impact of incident frequency on vertical displacement was insignificant, but noticeable variations
occurred when the angle of incidence approached the critical angle. Vertical displacement decreased with increases in porosity, medium temperature, Poisson’s ratio, and contact parameter. |
| Keywords |
saturated frozen soil, free field, ground motion, plane S-wave, analytical solution |
| Received |
07 March 2024 | Revised |
04 April 2024 | Accepted |
16 April 2024 |
| Link to Fulltext |
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